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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹2.1 Cr+₹49.1 L (29.8%)Accepted-Finance | ₹2.1 Cr+₹49.1 L (29.8%) | L2 | Accepted-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder has not submitted bid as per tender documents |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder did not upload shortfall documents as asked |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder did not upload shortfall documents as asked |
| Sl No | Description | Qty | Unit | NITHIN SAI CONSTRUCTIONS L1 | D. D. Construction L2 |
|---|---|---|---|---|---|
| 1.00FORMATION WORKS | |||||
| 1.01 | Rough excavation in soil/soil mixed with small boulders getting out and disposing all excavated materials lead up to 6 m and up to 1.5 m deep (by manual means). All as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract. | 576.04 | Cum | 171.1 ₹98,560.44 Lowest | 504 ₹2,90,324.16 |
| 2.00PERMANENT WORKS (PROTECTIVE/IMPROVEMENT WORK) | |||||
| 2.01 | Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means). | 1,146.3 | Cum | 194.7 ₹2,23,184.61 Lowest | 560 ₹6,41,928 |
| 2.02 | Hard core comprising of broken road metal size 5 cm graded downwards spread in layers not exceeding 15 cm including watering, ramming and finishing to required level and gradient including cost of stone metal. | 337.79 | Cum | 1,829 ₹6,17,817.91 Lowest | 3,136 ₹10,59,309.44 |
| 2.03 | Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregates of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 347.97 | Cum | 4,130 ₹14,37,116.1 Lowest | 5,450 ₹18,96,436.5 |
| 2.04 | Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 12.75 | Cum | 4,307 ₹54,914.25 Lowest | 5,825 ₹74,268.75 |
| 2.05 | Centering/Shuttering (Steel) including strutting, propping and removal of formwork | 141.5 | Sqm | 649 ₹91,833.5 | 500 ₹70,750 Lowest |
| 2.06 | Random / Polygonal rubble walling in cement mortar (1:6) brought to course 45 cm high, well bonded (material and labour) | 537.24 | Cum | 4,189 ₹22,50,498.36 Lowest | 6,100 ₹32,77,164 |
| 2.07 | Filling of stones/selected material in layers well packed behind retaining walls, breast walls, abutment/wing walls of bridges or culverts (labour and material). | 201.96 | Cum | 1,062 ₹2,14,481.52 Lowest | 2,442 ₹4,93,186.32 |
Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
30 Mar 2026, 6:00 pmClosed
Chief Engineer Project Chetak
HQ Chief Engineer Project Chetak, C/o 56 APO, Bikaner, PIN 334006
RETENDER 3rd CALL FOR IMPROVEMENT /WIDENING OF INTERNAL ROAD TO IW SPECIFICATIONS WITH BLACK TOP SURFACE INCLUDING INTERLOCKING BLOCK FOOTPATH AT GREF CENTRE AND RECORDS, PUNE, UNDER PROJECT CHETAK IN THE STATE OF MAHARASHTRA
2026_BRO_747484_3
CE (P) CTK/19/2025-26
Open Tender
Civil Works
Works
150 days
As per tender documents
As per tender documents
8 documents required · 8 mandatory
₹0
₹2.3 L
Yes
11 Sept 2026
13 Mar 2026
6 Apr 2026
13 Mar 2026
30 Mar 2026
16 Mar 2026
13 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FORMATION WORKS | |||||
| 1.01 | Rough excavation in soil/soil mixed with small boulders getting out and disposing all excavated materials lead up to 6 m and up to 1.5 m deep (by manual means). All as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract. | 576.04 | Cum | 10 | ₹5,760.4 |
| 2PERMANENT WORKS (PROTECTIVE/IMPROVEMENT WORK) | |||||
| 2.01 | Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means). | 1,146.3 | Cum | 10 | ₹11,463 |
| 2.02 | Hard core comprising of broken road metal size 5 cm graded downwards spread in layers not exceeding 15 cm including watering, ramming and finishing to required level and gradient including cost of stone metal. | 337.79 | Cum | 10 | ₹3,377.9 |
| 2.03 | Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregates of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 347.97 | Cum | 10 | ₹3,479.7 |
| 2.04 | Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 12.75 | Cum | 10 | ₹127.5 |
| 2.05 | Centering/Shuttering (Steel) including strutting, propping and removal of formwork | 141.5 | Sqm | 10 | ₹1,415 |
| 2.06 | Random / Polygonal rubble walling in cement mortar (1:6) brought to course 45 cm high, well bonded (material and labour) | 537.24 | Cum | 10 | ₹5,372.4 |
| 2.07 | Filling of stones/selected material in layers well packed behind retaining walls, breast walls, abutment/wing walls of bridges or culverts (labour and material). | 201.96 | Cum | 10 | ₹2,019.6 |
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